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齐平端板连接纯钢节点的有限元分析 被引量:1

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摘要 建立了齐平端板连接纯钢节点的三维实体模型,采用ANSYS有限元分析软件进行了有限元分析,得到该节点的变形图及Von-Mises应力图,并做出了该节点的弯矩转角关系曲线。
出处 《黑龙江科技信息》 2008年第22期227-227,共1页 Heilongjiang Science and Technology Information
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参考文献4

  • 1楼国彪,李国强,雷青.钢结构高强度螺栓端板连接研究现状(Ⅰ)[J].建筑钢结构进展,2006,8(2):8-21. 被引量:38
  • 2王慧..半刚性连接钢框架节点力学性能的数值分析与试验研究[D].燕山大学,2005:
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二级参考文献120

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